Effects of model scale and particle size on micro-mechanical properties and failure processes of rocks-A particle mechanics approach
DOI10.1016/j.enganabound.2006.11.009zbMath1195.74113OpenAlexW1996901745MaRDI QIDQ1958328
Publication date: 28 September 2010
Published in: Engineering Analysis with Boundary Elements (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1016/j.enganabound.2006.11.009
stochastic simulationfailure processcomplete stress-strain curvemicro-mechanical propertiesparticle mechanics approachrepresentative elementary volume (REV)
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Cites Work
- Numerical determination of representative volumes for granular materials
- Determination of the size of the representative volume element for random composites: Statistical and numerical approach.
- Representative volume element size for elastic composites: A numerical study
- A stochastic computational method for evaluation of global and local behavior of random elastic media
- A phenomenological constitutive model for rocks with shear failure mode
- Thin tunnel liners modelled with particle flow code
- Strain localization in soft rock—a typical rate‐dependent solid: experimental and numerical studies
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